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2000, 04-12 Permit App: 00002623 Shop AdditionProject Number: 00002623 Inv: 1 Application Date: 04/12/2000 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 X 42 EXISTING SHOP W/30 X 42 ADDITION Setbacks: Front 50+ Left: 15 Right: 50 Rear: 10 Site Information: Plat Key: 002303 Name: ROLLING HILLS ADD Contact: KOLLER CONSTRUCTION Address: 27714 N REGAL RD C - S - Z: CHATTAROY WA 99003 Phone: (509) 238-2192 Group Name: Project Name: District: H Parcel Number: 36142.0209 Block: SiteAddress: 10817 N FAIRVIEW RD Owner: Name: DAVIS, JAMES SPOKANE, WA 99207 Address: 10817 N FAIRVIEW RD Location:: SPO SPOKANE, WA 99207 Zoning: SR -1 Suburban Residential 1 Lot: Water District: Area: 0 Sq Ft Width: 0 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: Hold: ❑ Depth: 0 Right Of Way (ft): 50 Department BUILDING Hold Reasons: Permit Conditions: Review Site Plan Review 'Wirta By: h) iJ-.) 2-- 0,3 b� G c :s K -t- . kilArr iSAexdcl, BUILDING Plan Review Hold Reasons: Permit Conditions: By: 6. 4.41,1 -tj,},) `l .11.33 HEALTHDISTRICT Septic System Review Hold Reasons: Permit Conditions: Permits: BY: CA (U/ Project Number: 00002623 Inv: 1 Application Date: 04/12/2000 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: KOLLER CONSTRUCTION Address: 27714 N REGAL RD CHATTAROY, WA 99003 Building Characteristics Group: U-1 Type: VN Occupant Load: Building Height: x 42 Building Sq Ft: 2520 Sprinklers: Handicap Parking: Critical Materials: ❑ Const Category: New Nbr Of Dwellings: Bldg W x D: 60 Req Parking: Building Permit Firm: KOLLER CONSTRUCTION Phone: (509) 238-2192 Description Grp Type Notes STORAGE U-1 VN Item Description RESIDENTIAL VALUATION STATE SURCHARGE RESIDENTIAL SURCHARGE Payment Summary: Operator: CKF Permit Type Building Permit Notes: This Application: So Ft Valuation 2,520 $30,240.00 2d Stories: 1 Total Project: Su Ft Valuation 2,520 $30,240.00 Totals: 2,520 $30,240.00 Units Unit Desc 1 Y OR BLANK 1 Y OR BLANK 1 Y OR BLANK Printed By: CKF Permit Total Fees: 2,520 $30,240.00 Fee Amount $406.00 $4.50 $89.32 $499.82 Print Date: 04/12/2000 Fee Amount Invoice Amount $499.82 $499.82 $499.82 $499.82 Amount Paid Amount Owing $0.00 $499.82 $0.00 $499.82 Project Number: 00002623 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 04/12/2000 Page 1 of 2 Project Information: Permit Use: 30 X 42 EXISTING SHOP W/30 X 42 ADDITION Contact: KOLLER CONSTRUCTION Address: 27714 N REGAL RD C - S - Z: CHATTAROY WA 99003 Setbacks: Front 50+ Left: 15 Right: 50 Rear: 10 Phone: (509) 238-2192 Group Name: Site Information: Project Name: IMISOMEREENSIMSZVIAMMISITMANMARAMEMMUMMIMMIMSSFORNeraiSMENSILIENEWai Plat Key: 002303 Name: ROLLING HILLS ADD District: Parcel Number: 36142.0209 Block: SiteAddress: 10817 N FAIRVIEW RD SPOKANE, WA 99207 Location:: SPO Zoning: SR -1 Suburban Residential 1 Water District: Lot: Owner: Name: DAVIS, JAMES Address: 10817 N FAIRVIEW RD SPOKANE, WA 99207 Hold: ❑ Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 50 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: OPMMEINESSION Department BUILDING Hold Reasons: Permit Conditions: BUILDING Hold Reasons: Permit Conditions: Review Site Plan Review By: t @_ L3 Plan Review By: HEALTHDISTRICT Septic System Review Hold Reasons: Permit Conditions: Permits: rv.,.=amtR, rw - _ _< 11111- 7 II SPOKANE COUN FY PROJECT APPLICATION SPOKANE COUNTY DIVISION OF BUILDING & CODE ENFORCEMENT 1026 WEST BROADWAY AVENUE SPOKANE, WA 99260 509-477-3675 SPECIFIC SITE INFORMATION Street Address: /O /7 vv Assessor's Tax Parcel Number(s): Legal Description: Project Description: TYPE OF APPLICATION Building Permit ❑ Grading 0 Manufactured Home Permit 0 Timber Harvest 0 Relocation 0 Change in Use 0 Other City, State, Zip OWNER/APPLICANT INFORMATION 0 Owner: JC... w, < 5 Phone: %� !/« LI : s Fax: 0 Applicant: Phone: Fax: Mailing Address: /a 7 At /—u;' ✓,' z L/ Mailing Address: City, State, Zip f /1 City, State, Zip 0 Contact: Phone: Fax: Q Indicate who should be contacted regarding this project Mailing Address: City, State, Zip ADDITIONAL INFORMATION Are there structures on the property? Ifyes,:identtfy"on site plan Yes No Is any part of;t+ property within 250 feet of a shoreline.,, If yes, idenrtfyon site plan 0 Yes " O Is your, property in a designated wildlife habitat area? 0 Don't know 0 Yes "- t$°;No What is the current property size? (square feet or acres) ? C/ /4 C r-rs What is the current use of this property? Will the site be served by a septic system? 0 Yes 0 No Is any part of "the'propertywithin a 100 yr flood plai If yesident jy onsite plan 0 Maybe 0 Don't know 0 Yes 17I No Are or will there be wells located on the property? If yes, identify on the site plan 0 Yes 0 No Are there any wetlands, streams or ponds within 200 feet of the property? If yes, identify on site plan OYes KiNo Is there evidence of fill or excavation on the property? O Yes El No Are there slopes greater than 30% on the property? (30 ft rise in 100 ft) (/ %) O Yes Q$ No Are critical or hazardous materials used or stored on site? 0 Yes 0 No SPOKE COUNTY PROJECT APPLICATION - Detail Information SPOKANE COUNTY DIVISION OF BUILDING & CODE ENFORCEMENT 1026 WEST BROADWAY AVENUE SPOKANE, WA 99260 509-477-3675 Project Number: Building height to ridge /Cs- # of stories Contractor Unfinished basement sq. ft. Dimensions 3 o n: 9,4 Architect / Engineer Contractor /4".;:, 77�d C��-- 51/7"44.._ dr. Construction group Architect/Engineer Phone 9 r/ ? 9,_ Deck sq. ft. Fax ` w- -- ,c� Phone Fax Mailing address47 D- /� � 1 �j Mailing address City, State Zip �� City, State Zip WA State Contractor liifj�e # Ko// C �* 09yDI/ Contact name: Building Information Building height to ridge /Cs- # of stories Main floor sq. ft. Unfinished basement sq. ft. Dimensions 3 o n: 9,4 Total habitable space /.2. 6 0 2"d floor sq. ft. Finished basement sq. ft. Construction group Construction type, Sig C C Garage sq. ft. Deck sq. ft. Cost of project /5 /o o .wv Heat source (electric, gas, etc.) Manufactured Home Sign Width: Length: What is the square footage of the sign face? How high is the sign? Year: Make: Relocation Fire Safety Previous address Paint booth Fire Sprinkler Tent Fire Alarm Fireworks display Proposed use Value BMC WEST BUILDING MATERIALS TRUSS & ENGINEERING, INC. (509) 244-5011 • Fax (509) 244-0716 2607 S. Hayford Road P.O. Box 11646, Spokane, WA 99211 Jim Davis Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Structural beam calculation Garage JOB ADDRESS. PROPERTY OWNER: Date: 4/12/00 BeamChek 2.2 5-1/8x 16-1/2 GLB 24F -V4 DF/DF BASE Fb = 2400 ADJ Fb = 2661 Min Bearing Area R1= 10.6 int R2= 10.6 in2 DL Defl 0.40 in Suggested Camber 0.60 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 22.0 ft 20.55 # 452 # 37785 '# L/240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 6870 # Reaction 1 LL 6870 # Reaction 2 LL 6870 # 6011 # L/277 L / 481 3960 # 3960 # Section (in3) Shear (in2) TL Defl (in) LL Defl 232.55 170.39 OK 73% 84.56 41.27 OK 49% 0.95 1.10 OK 87% 0.55 0.73 OK 75% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values 2400 Base Adjusted 2661 190 219 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.964 1.15 1.15 BeamChek has automatically added the beam self -weight into the calculations. Uniform TL: 564 = A Uniform LL: 360 Par Unif TL Start End H = 40 H Uniform Load A R1 = 6870 R2 = 6870 SPAN = 22. FT Uniform and partial uniform loads are lbs per lineal ft. 0 22.0 • FILE Apr -12-00 02:OOP BMC WEST TRUSS BMC WEST SUDIN MA KIAtS TRUSS & ENGINEERING, INC. (509) 2444011 • Fax (509) 244-0716 2807 3. Hayford Road P.O. Sox 11646, Spokane, WA 09211 Jim Davis Choice Conditions Ajtp 4ute;z Actual Critical 'woo Status Ratio Vales Ad:ustrrjfnts ,L9pds ef, i atm (rrrf J L / ' �2 0 ' x 12'O sirt 7r;I:p4r' 2G'1 / /02,10 0 1,0•1( Ge tl 10 `f°14."1'21'3' en's 7rtol rir. Avid 13, z ‘,/i 509 244 0716 P . 01 Garage 5.1/8x 1S-1/1 24F -V4 JOB ADDRESS' PROPERTY OWNER: Oats: 4/12/00 BeamChek 2.2 �A88 Fb v 2400 Atli Fb - 2661 Min Bearing Area R1= 10.6 in2R2= 10.6 int DLDefl 0.40 in Suggested Camber 0.60 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Deft 22.0 ft 20,55 # 452 # 37785 '# L / 240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Deli LL Actual Det! 6870 # Reaction 1 LL 8870 # Reaction 2 LL 8870 # 8011 # L/277 L/481 3960 # 3960 # Section (in') Shear (Ina) TL Def! (in) LL Dell 232.86 170.39 OK 73% 84.56 41.27 OK 49% 0.95 1.10 OK 87% 0.65 0.73 OK 76% Fb (psi) Fv (psi) E (psi x mil) RI (psi) Base Values 240b Base Adjusted 2681 196 219 1.8 1.8 650 650 CV Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.964 1.16 1.16 BeamChek has automatically added the beam self -weight into the calculations, Uniform TL: 564 = A Uniform LL: 360 Parinlf TL 11, , 5 Ha40 ha Caw` C '2. ;c,14,p) f G Start End 0 22.0- Or :'. , �� / 3O4(sn, J t;ic. tou pfaS 4,(.,1,l -f cop prote05ed tK,./ o ✓ert a,r, r ` • — / R1 6870. 14443 5crreerroc14431 R2 6 70 SPAN = 22. FT Uniform and partial uniform Toads are lbs per lineal ft. f7r, 070004i ' m. J oI,r c,7 �� x 2.01 inemafer. N. ADDRESS ZONE_ ROAD WIDTH 5 'CIN FRONT__ FLAN -KING ( COMMENTS _ REVIEW This site plan is being submitted f r thn purpose of obtaining a building permit and a true and correct representation of the proofs,.. All known property lines/dimensions, c li „ ctures and easements have been identifi: • . Y. • are wetlands, bodies of water,,. ee • ,, es or other cntical areas. f 4 Signed: .../ Date: -1 -0-0 /0 /1/ ireAt v,kt/